Select Datum

For large scale maps (small areas such as cities, regions, provinces etc.) it can be necessary to supply a datum for a coordinate system.

A geodetic datum defines a reference ellipsoid for a particular region, oriented to the landscape, with an 'initial point' of reference on the surface. The 'initial point' is assigned a latitude, longitude, an elevation above the ellipsoid, a direction of the vertical, and the azimuth of a point in the vicinity (to fix the North). Once a datum is adopted, features on the ground in a given area can be mapped relative to the adopted ellipsoid and the adopted 'initial point'.

This dialog box appears:

Dialog box options:

  Predefined datum:

Select a datum from the list box. The last line in the dialog box lists the name of the country (or region) for which the selected datum can be used.

Tip: After selecting a predefined datum; the ellipsoid is automatically defined.

Area:

For some datums, you can select a specific area (country). For these areas averaged shift estimates are used in x, y and z position in meters. For example for the datum 'Adindan' shifts are estimated for the countries: Burkina Faso, Cameroon, Ethiopia, Mali, Mean (Mean for Ethiopia, Mali, Senegal and Sudan).

  User-defined datum:

Select this option if you know the necessary transformation parameters to enable a transformation from the current coordinates to the globally defined WGS 84 datum.

Note: This option is automatically selected and all transformation parameters are automatically filled out when you used the Find datum transformation parameters operation.

  Molodensky:

Select this option to use Molodensky datum transformation parameters:

  • translations dX, dY, dZ (in meters) between the geocentric coordinates of the current datum and the WGS 84 datum.

  Bursa Wolf:

Select this option to use Bursa Wolf datum transformation parameters:

  • translations dX, dY, dZ (in meters) between the geocentric coordinates of the current datum and the WGS 84 datum.
  • rotation angles Rot X, Rot Y, Rot Z (in arc seconds) between the geocentric coordinates of the current datum and the WGS 84 datum, and
  • a scale factor dScale (as 10-6, or ppm) between the current datum and the WGS 84 datum.

  Badekas:

Select this option to use Molodensky Badekas datum transformation parameters:

  • translations dX, dY, dZ (in meters) between the geocentric coordinates of the current datum and the WGS 84 datum.
  • rotation angles Rot X, Rot Y, Rot Z (in arc seconds) between the geocentric coordinates of the current datum and the WGS 84 datum,
  • a scale factor dScale (as 10-6, or ppm) between the current datum and the WGS 84 datum, and
  • a rotation center (pivot) Xo, Yo, Zo (in geocentric coordinates), between the current datum and the WGS 84 datum.

dX, dY, dZ, Rot X, Rot Y, Rot Z, dScale, Xo, Yo, Zo:

 

Depending on the selected datum transformation method, fill out the required parameters.

Tip: To find transformation parameters between the coordinate systems of two point maps, where:

  • the coordinate system of the first point map is supposed to use a local (unknown) datum,
  • the coordinate system of the second point map is supposed to use a global datum, preferably WGS 84,

use the Find datum transformation parameters wizard.

Next dialog boxes:

Using national coordinate systems:

When you use one of the following country projections, the predefined datum which belongs to the national system of that country is automatically selected for you by the system:

Projection:

 

Datum:

Dutch RD

 

Rijksdriehoeksmeting; this implies the Bessel 1841 ellipsoid.

Gauss Boaga (Italy)

 

Rome 1940; this implies the International 1924 ellipsoid.

Gauss (Colombia)

 

Bogota Observatory; this implies the International 1924 ellipsoid.

Gauss-Krueger (Germany)

 

Rauenberg (currently not available), or ED50 (for small scale maps); this implies the International 1924 ellipsoid.

Lambert Conform Conic (France)

 

NTF (Nouvelle Triangulation de France); this implies the Clark 1880 ellipsoid.

Using a user-defined datum:

If two maps have different coordinate systems, both with a known projection, it could be that the underlying ellipsoids have different datums. This means that, apart from different a and f values, the centers of the ellipsoids do not coincide; and it could mean that even the polar axes are not parallel, let alone coincide. To relate the two map coordinate systems, one need in such a case a so-called datum transformation.

Mathematically this is feasible via 3 dimensional geocentric coordinates, implying a 3D similarity (Helmert) transformation; and transformations between the geocentric coordinates (X,Y,Z) and ellipsoidal latitude and longitude (j and l) in both datum systems. However, a good approximation of this is given by the Molodensky equations relating directly the ellipsoidal j and l of both systems. In ILWIS, this is combined with forward and inverse map projection equations. It solves the problem of projection change between different geodetic datums. The Molodensky equations require the shift vector of the ellipsoid centers involved with respect to the WGS84 ellipsoid. Recent measurement results are provided by the US DMA (Defense Mapping Agency). The choice of a geodetic datum defines the choice of the ellipsoid and overrules a possibly previous selection of an ellipsoid for the projection.

An overview of available datums can be found in the datum.def file in the ILWIS system directory. It defines:

Tips:

  1. To find transformation parameters between the coordinate systems of two point maps, where:
  2. use the Find datum transformation parameters wizard.

  3. For a general explanation of the Molodensky, Bursa Wolf and Badekas calculation methods for datum transformation parameters, see the Find datum transformation parameters - Method page.

Reference:

See also: